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B11-0417 PLANS
Solar System Mounting detail r- � Detail A:raised mount on flat roof Q 4'x 10'solar panei � � � TOP bracket � � 4'x 10'solar panel Unistrut prime angie='` � >V � BOTTOM bracket �``�-� with 41"#14 tec sc�ews �, £ ,r 9i16"bolt and spring•�tut ° � � to P10001 5l8"Charmel ; � �� � � �.-�-Steel hinge, Balt & spring nut � ` , , � , C� � to P10001 5/6"Channei �' k ti thount Detail 8:;�'op,� � � � � �� �;s� :*s� � ;::� � i �'' � �a� � � Gaivanl;ed steef pipe base, � �° �" 314"or 1"pipe ...., �; �. �O . �1t.� / �' � � � � � � V threaded into pipe base ..r P10001 5/8"C�t�� ct3 � o � �°°- � C,i � �1 (,.� _ _ _ , r�� a , � _ �v� � _ � � � 5/16" 5" bolts screwed into roof rafter ��� " � � C _ BOTTOM bracket � �� ,.�g ~ b � t�.���:� �t' Q `� *�:� � �� � �� Bolt& s rin nut � �` ���� �� � Steel hinge, p 9 -� � : � �`° �� ` ��+' Detaii C:tiit mount to of truss -�'�� �g��Channel set on spacer ���� �� k,� �� � ta P100015 ti���. a � ^,�",`.. s z � \ 3/8 5' g boit screwed into roof rafter Side View of mountina hardarare desiqned to withstand 120 mph winds ������� ♦ E �' I . � .. .... . .. _ _ _ � ... ����� O � �.+ 'eFi;•'.iFiiii?i`i'iiii�:�"riiiii iiiEi iiei:e�i:�i�ii[ii:"•iie� � ,.i:.z `i'r'i>Y'r:a: !i':IiE°:':: .3..�.N•....� :.�. i:(:r:i�':: i�I�'iiji;ji'ii°i ..`n•: :.:aa�.tE:it:�tt:tEt :P:}:: i'��i�: pi:Y.:: •i:i:' .3?:?::: ..�t:.:.:.::. .I.o i;'s�ia... 'i:i�:, +�:i�: .•;Z`�e iiiE?i�`.:: 3�iliii:;ii�Jii''i?`;i i{,f•::::.::. ii:ii:�2iPi• �:JEa::n:�o-:�i:o-:.;. v.:. .��::g:i•.`:i'•'i.� : .:. r: �:F:::ei:E:::::::�:':+sEs;i�i . ::.i•y°;'•i. ::a.. ' ..::.i:••%'% ..... ::..�:?:2is:;,�:z:::........:.t.::s:._' i: ..,•:.�::.�:; �S:ir::i>` ...::..:..... .�...:. r.:r:.�...:.::... : i � �-.,-..-.. '��_;, . � n—�—^ � ....i ..�. : . .. '�:, !: :i � ii.;,� �� ::.;;.�:��! � ?::%:5f:6.. :'; ......... .�,�..._............... �.�.__:,�,....�__' . ::i :3;.;,g,�,.� ��--¢: t :; "`i'leii�?:� ��i:�:yi:�; -��rl —�� �� �.�" �:si`if`li; if�iiii'y��i;'i �(�eYitiie:� ;�ii i:ii:�i `°"`�'�`�' Leave plywood off � .:;;:��:;:. ��`��`��`� to nail camer Leave plywooc� of£ ; �::�;:i�:� i ,_} a to nail corner r i':3�':�;. 1 !� � r !� � _. ="���Y�;�� 4 � � o �_.�.��._� :_:���:��� �::..�:_: �.��« ; ,;: :�:h��. 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PEyANiflSSN�E PEiMt[I�) 0�2iD4 ' I H�F PtAH � � = SC�' e�S,�Cv��b�c��� � Scx1'�fi����-- d� �li�t' � ? 3 8 � , - a s io _ h � �� � � � ' �"._ �� , " '" �e � 4 3 Ya - O.DECKING .. .1 . ... . .'�.._ .. .. s o 1 8'-Sl�°(8592'-i13'�") _ . .. �-- � _ ?� STONE VEtJEER CHIMNEY&CAP . _____ J . 2 3 ' 1� ��# � � ' COMPOSt1"E"CEDAR•5 . .... Ji.._,._.� ROOF.TYP. � �a DECOR.FASCIA BOAftD ' i ._�.._.-..__ '�_ �T,,u ------- -- IXPOSED TIMBERS I � ----- --•-'- . .. _ _._ ' COPPER�UTTERS&D.SPOUiS � : ----� - - - ' • --__-_.. _ .-- _.__..... --•-- ; x ALUM.CiAO WOOD WDWS& �rx y'r �, r 1; I�T��+. .__...�.,__.. . ��I :--- T 1 - - I : �i� � �.__ ------•- ; DOORS W/WOOD7RiM ' - - �-- _I��� ;I-----> >._--- --- _- � - � ` �`.�� ._.-_' , � . __.. -_-�__.. __ , ° - ---._._ . .. --- ' ^ '-- - - _ - — - ----'.� ° ----- -..__ __._._ t .�� � '� (� -- a. � � '-" _ � _ -O '; i: --- J� i 1` � i exree.LIGHTFIXNRE � � ��� -- --- ;� � 4 � ': ,. - i� _ ''' � __- ,��.�� ; � . � I � _ WOOD SIDING � � WOOD&TiMBER DECKS&I � T.O.PLYWD. -_...._.-----•- GUARDRAlLS " 111'-3`{5575'-3� • STONEVENEER - - =-_�--' - --- � � � � � ' ° --r _ -- - �F�-"r`rt-- � - - -t . --- - -- - - �� �� �� � � , -- --- G ^ � _II °_ � y� " ,� �- _' — – .�1 i-- ;�' -- � - -=i I .__ I' S – _ � t m - I _ — ' ' �I _ _ ' -- ` ` ---- d_ " _'_ ' �� � � � T.O.SLAB - - -- --- - _� - i ._ _ c _ [ . "�' • 100'-6"(8564'�') _�-- ---° � � T.O.SLP,B -�_..- -�------------------ - 99'-fi•(8563'-6") UNE 0� iSTiNG GRADB - - UNE OF OPOSED GRADE �j , SQUTH ELEVATION-A vv-i�A• (Tj REPRESENTS'(EMPFRED . . cvse tocanons A� ....�-f `�j�r� /�¢ E F G H 4 K � {v�� �O� I ~ '• � V! ��II .- - Vi511A1L {�. - I `'�VIE►/V�� �� �ry SFONEVE EERCHIMNEY&CAP ` —, ����•� ' :i.,,��MPI 'Q��� � „`jo�� i., YVC..7 L ALUM.C WOOD WDWS& }n DOORSW/ C10DTRIM --- - - � � ��`G. --1 � ^ COMPOSlTE"CEDAR°SHAKE � �^� 2� __ R06F,'IYP. � � ��� � - --- _ -�_�_' � w � EXPO5ED TIM8ER5 `� �u '"� - _ � i � = � ° � �� o __. �� . et .� r--� r _ i n, o � _.�_.__ � �-�- _ �. _ �� ���, . I_L:__� l- .�� ,°a 4 � - .__-_--�i� w I E � I � � m C :r-- - - I �� � WOOD SIDING � y � °' ---'� - - -- - - - ! - �/ �- ». �- -; i. -- Q . — - .,. woon&nn�eea oECxs& 70.ALYWD. GUARDRAIIS ��� � : . ------ ----- --• -----_. 111'-3'(8575'-3'� '_--� �R 0 J E t i: ------�--- ' � - � IIEAWY /T: S� _ _ - _ -..-.._.. > -- --{- .i -- -�__ STONEVENEEIt DAtE: 012�If — - �_... �y'� � ,.�y: - --- --- - ; f� '-� �i, ..�+- -- __ _ z_� I 11EYISIONS: -- -- i ' i i -'r- _,�' � . . r �.` -- - - _ �I ' (I �\V�(J � --- --- - . �_-_ � 1 �° _ 1=__ - - � - -- ^_-_;'�' I PFR�RXltSUE PEtHR(n 011�+1.09 � `? �� i_� ;_! � . ' ,t T.O.SL46 -___ _ �� ' - -- - ---- ' - D - � ._ 100'-6•(85 EIEC.MEtER EN W/ LlNE OF EXISTING GRADE I 6UIlDIH6 HF/ATIONS O4T � 1 ���� , LOUVERED D00 L1NE OF P�OPOSED GRAOE � ENTRY STEPS W! ONE VENEER I �01 /�1 WE5fELEVA'[10N-A , T01IVN OF VAIL �•-1�• �� � . . _.. . . . _....._ . . _..._ .....�_...�..;._.___.,__ � . ._....... ....... ..�_.......__.... ._.. ... .. .._.. .,- ..� . . .... _._. .. ,._. . � . ...� ._... � .�. �c �. �.��.ti� - x uwr�-1 `-`��c�, io s a � �s� s (2) � ti` '1' COMPOSiTE°CED °SHAKE -> ',` J I �� ROOF,TYP. �I r 1 p S^ SFUCCO �� p STONE VENEER CHIMNEY&CAP ,�e EXppSED 71MB . 128'-213/s'(6592'•113,8) � � DECOR FASCIA SQARD �� WOOD SiDING -- ' _.,._ ` - COPPER GUfTERS&D.SPOUTS I �� .. --.._. -. .. � ._. .� ��OO i� T� _-_ ALUM.t1AA WOOD WDWS& � _; _....__ C._.—_� _.... 000RSw�wooaTwM o , ,__. - _.-� -. _— - ..... s ..... _ ` - - - ---" - - _- � ARDRAILS & I _� -- - -- ' r-�`-i � - -`- �� -_ -- t - ,T J `�, '�C� WOOD&TIMBERDECKS � -'-' --__.. . ' --�-- •- - - - - -••- --..� _ � ... • - � °-- __. .. •. ,., ... - ;_ - _ _ ? ii ,1 GU , ,,... . . ;:` - ���'�_ " .._ __ _ ,__.. ; :, ,� ,: . . . . -- . .�� ., .: - - -- - � . :. .... : .�; . •, 0 � .. - �i ._._ :. .. .. :��� .�_ - ---- - -- � ..: .. :Q _ ,. ..... . . . . : ?;. .. . ._. ,. . . �: - - - ....._ _._ . �.. . .:•. . . ;:..•.:. - - T EPRESENTS TEMPFRED f° �I �.. � . _ . . . , •' , i ., : D'f ';i ��.��`��. � �, O ......:,.. . , ,�°: �� . , ,: , .,.,.. . .�: .. ..;.: .. — ... .,:. ,� ... . .. �- .. � , . . � .. ._ . , _..-- __ ' - -- � � O GtlSS LOCATIONS T.O.PLYWD. -.� - ',s.: ,.�; O � -- I i � j � �, _ .. . .... .. . . . .':,,. ,. . ..� -:. �: _ 111'-3`(8575'-3") ---°-- �-- — -- � - _ - - - . _ - ^- _..- '. ' ' .. _ _. ,--�—.._. .... ._ _. I �---'• a .:�—�- T'R k ; y '_�._-.,_� ._ Y" "�' ' O. .. _._- V� .... ' �1 "'_' T.O.PLYVIID.(LANDI - --- .: .- - - - — — 105'-9'(8569'-9"} _.... ---- -__ .. ._.. _.... • _ �:.-1=::=, i _. .' ' __: -- . ' � — r-- -- _�_ . + �� ` ' -- __ _ ' .� . _ �._���, �° ~ a�o �.. � .-. --�- - - � -- . -- � ._._ . .. _._ _ _ r.o.su�a , J } — ' - ��' _ -- � � .� � K�� _ _ -- . . �o �{ o. �. _ __.. , _ , ;= - 100=5'(8564'-G') ...__ ... _.-- -.._- ---- - ' '._ . ' � 99'-6'(8563'-6") -- " _.._ _ ._._ ._.. � .----- � � � WOQD tLAO C'iARAGE DOORS L1NE OF IXIST(N GRADE TiMBEK HEADER LINE OF PRO D GRADE STONE VENEER rj NORTH ELEVA77QN-A l � 1 vv=rv . � (��'��1 Vt� �-�c('iM� �p qRC`��� r;-,���r1 pf � � . � -----��,....r- .,� ��' �;� ��if . "'-����-RS TIy�K�.w�-wa��' K J H G F E � � '�..`�("'��� �o� � � �K S�l.. �� nONE VEN£ER CHtMN &CAP . �� �� ( � � j:�;. �� E _ . -- ,�� r�coff.�,4saa,eonR� j �� :. .�_�v�� . ` � � - -� ` -�---- ---�- - . COPPER GUTTERS&D. 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UPPLR LEyEI ROOR 9�EA7H IyC SnALI BE 1 1/e'VEII 711E PREfABR iGTm T 1�6ER �xi�RiOR•JLA60� 57RlICTURE DES�p�ER, ���,yTM b� �• '�'��P B. li�pl�[RETE SUPPLIER PROPOSES I14E Of fLYA91 XE SXALL PRpy1pE O�ER�IM 7, D�STALL AIITbLE FDGE$IiPpRT BT USE Of P�IYLIPS,Td�GIiE A/p 4•GMU V!1lER 3 SECO/p GUST yp I�N LETTER IIpIGT11�C W5T REp1CT10/)AT TI�Of BID. ME�1DULU5 QF ELASTILItY plOOyE PAI�El4 OR SOLID�CO BLOCKII�G SUPPORTS. �JIPPORT('ULLY ����w�' ��- ...� PASEx T�SRTEVILE B � LONGETE�RETE 511ALL OfCEED'�1.6 33 f'C(OR 67.000 f'C IpWAL�Ip1T „ �Rq/T�D) . . . rpOD DEd� '-a-a.-r'-i- H. LryE LOADS ARE REOIICED PER CODE Ii AiGLICABLE. C. COy7RAtTOR 91ALL SA�aT on mo��aT,qiNTS M sues oN auoe. ,qiNrs �pOD DEf7(II�G gWLL BE S.T!C DOUGLAS-fIR LARfJ1(E.1.700,000 P51, f0�1�yp P51). I. CODE USm �N DESIpt I ��L BE SPACED 12 EET Alp SA T W 7RqrEl dJi 1/�Of SLAB DWTX%S/16' PLAN(5 SMALL BE SP�ICm AT LE/�TER pF 5{pPpRT I�:�ERS'MI711 MJACEI�T I�TEM�ATId�AL BUILDIyG CODE.1003 mIT10y, �IDE�/IT11N����RS AFTER�yC.CANRY ALL SLAB REINfOR�E�NT IiRqJfjl P�Ay(5�LICED AT M,TfliyA7E S1JPPtltT I��ERS. EACM DEfX PLA1�K SHALL BE �INT. g�µT-1�A iLED TO THE TONGUE 0�ME ADAiN�N�CdRSC IYIT�!a W1�L5 AT]�'Oy .s�r r.4•veRnu�.� ' ]. DEPERRED SLB�IITTAL CENTER'�/tTH ALTERNATC PLAl�t Iy1lLllry OfFSET f3�,/�AIL EACM PLAI�f TO EAG1 APD 11ORIZpHf/LL 'F ���' D. SLA95.TOPPIIry.i00T1/K5.BEAI�lS A/p�1LL5 91ALL IpT NAyE,pINTS IN A g�PPpRT�I74(Z)-16E I�AILS-1 STRAIfi1T. 1 SUJ�TED.�OOD DEC1f II�G SHALL BE GLUED A. DEiERRW SUB�IITTALS PER SECTiOy 1065.�.1 511ALL pE SIIBI/ITTED TO 711E BU�LDII�G x0ltiZd�TAL PLA/�E.Alry STOP M C�N�ETE rpUC WST BE WOE AT 7XIRD PpINT Oi IN THE CROWE,pINT'Ni7M�0[GLUE COyERAGE. I OfiIC1AL Alp 7NE DESitl�PROFESSId�AL4 Alp REVIENED PRiOR TO�NSTALLAT101�, SP/J��1T11 yERTitAL 9U1It11EAp5 Alp HONIZOHTAL 511EAR KEYS u1�LE43 OTMER�ISE h AT�,-4,xryl 4' �4' 711E PREFABRiGTED TI�ER STRUCTJRE ABOVE 7XE WIN LEyEL fL062 S�EATHDry M 9qW-ALL OONSIRUCT10y AiNTS SHALL BE AS DETAiLm OR AS REyIE'�ED eY TM[ 1. PREiABRICATED rppp��ER�$S1ALL BE TME TYPE IpigD 01�THE DRA�i1�6 Alp UyIT B,A/p ABOyE TME fqI/pAT10q LEVEL IN W�T A,SnALL BE DESId�m BY EyGINEER. Alp Ce KG USIyG 1HE DESItl)LIyE LOADS$PECIFIm iN EyiE BD Br TNE��ST'AS WµliAC7UfED Br BOISE CORPORATip1� ALTERyATES 9ULl BE (�tx'-xx' S�ECTBOy OyE Of�E GEHERAL IpTES. E. ALL Cd�CRETE�ORK Alp REiNFORCE�T DETAiLiyG 941L1 BE IN�CCORD � ��NEER, TO BE CONSiDERm,ALTERNATES 41ALL 11AyE A LOAD ° : Monroe&Newell edert u�ec u,r,k�n IN BEIpD�C,9�EAR A1p DEttECT101)EOWL TO OR CREATER 7xN1 7HE SiZE : En neers,ine. �m�c�aui�oiNc caoe a�e��tcsr mrtiaN.W�css Norco on�pryyisc.usc sHqN aN n�onn�y iNCS.N[e e�aaiNC uO anioe�NC ro ee�s neaiem er n1e g` B. DE�ERRm S16�I1TTAL5 ME1 �T/JpARD IqOKS Fpt pp�LS U1�LESS I�DTm OTHflt�'ISE,ALL E%POSm[pCES OF JD15T WM1fACTJREIt. �` I. PREiABRICATED ROOF A55EI�LT iyCLUDiyG BEA45, Ai575.4�Gn�ilry Aip COydtE7E�OIM(SNALL W\yE 3/� D�d�L1WIiER. Avon CON�ECT ipy5. �, LA�1iW1TED yENEER LII�ER��6ER5 9U�L w1yE 7HE iOLLp�y IyC STRE55 � � e.o.eox�ssn 3. PREiABRIGTED FLOOR ASSE�LI' II�CLIAl1�C BEA�. ,q13T5.COLU�1�5.91EATXII�G 7. REINFOqCE�NT CAPACITIEk�B.3lOG P51.E�1.00O.00C P51.CC�7d0 P51.ry.386 P51. 'l' � >atlmcnmmi.ltu:W.s�fmsu Alp COI�ECTIOHS. BUILT li�I�ERS SNALL BE C0/«ECTEO IN��NKE�/IlN�111�JiACTURERS' Q (y_�7 A.on.(Y]U)eYix�]sa 3. PREFABRICATED'�LL ASSE�LY II�CUAi/�G STIAS.511EA7MD�C,Alp CdMECT10y5. A. ALL REiNF�CiN�511ALL BE HIq1-STREI�Gn1 DEi01t�ED gARS py�FpRl�i/p 7p�57� RE ATId�S,��qkTp�py���HAyE TXE OPT10/�Oi USI/�G 3 1n OR j� LOHT1N1p1D pnX�9'la)959-305� A61E,GRADE 60 EJICEPT TIES,STIqRI1P5 Alp PLATE AI�fJ10R5 y�101 g1A��BE 6 1/�' iDE�ERS. ,' � •� Enua.�o„QmonroF,M.�u.�o.n C. !NE�LL E1�GINE[1�5, IqL.i liLL PREVME THE ULd1LAT101�5 fqt Cd�L1AyCE DEidt�ED BARS,ASi�I DESiCNAT�01�b16,CRADE�0 OR AST�I)i706 q2bE 60. iiM ME DE S Id)REq1iRE1�NT5 Of Y HE MTERNATipy14�gUILD1yC COpE.3003 EDiT�Oy. R, PREFABRiLATED�ppp 7p�g5E4 SnALI BE DESid�ED TO NLFiLL STRE55 �!I�E�ELL D�GINEERS. II�C.�ILL DESId�7HE WM LEyEL ROOR ON UNIT B B. �LDEO�'IRE iABRIC 511ALL C01�FOR�)TO A57�)A1B6 CRADE 63 Alp 91ALL BE REp11RE1,�NT5 MA/OR LOADS I�OTm 01)pRA�11�G5.SMOP DRA�I/�GS SNALL •�'Rµ Denvet Alp f0U1pAT10y5 TO SuPPORT 711E PREFABRiCATED TII,�ER S7RUCTIRE. LAPPEO OyE NLL�91 AT SIUE Aip Dp SPLICES A/p�/iRm TOGETHER, i1�CLUDE CAIplLATIONS Mp BEM ME STA�h OF A�R�F,GISTERED EyGINEER.PROy1DE i�u�w..,,�wps�rcui.suimzw BRiUGIyG Alp BLOCKIyG PER 1/AI�UfACTW1ER'S REMME�pATId�4 UyLE43 De�.•e..C.,�nrvioxo2oz 3. TESTII�G, D�SPECTitl�S Alp pg5(qyATIOl�S C, REIN��MCCI�NT PRpTELT10y IlyLE55 1pTm 07NEA�ISE: OTHER�iSE/�OTEp,Apy�DE LONSl1iUCT10l)BRALII�G AS REGIIRED ERECT101�I�OTL• SE CT I ON 1 rwx�+�iiijnii-�anii A, iME SINUCl1.RAL pGiy E�ER p0ES IpT PROyIDE D�ELii0y5 OP COy51RUCT� �' LdILRETE POURm AGAINST EM7H 3' CENTER'M1LL STIA511/�1pt CEl�TER Of TRUSS LOLATItl�S. F.n�nii,a..n��T����.x-MwclLCO.� S7RUC7UItAL EI�CINEER Y E PERiODIC OBSERyATI �. Z. CONCRETE POURm �N Fqi1�4(pIPDSED TO�EAi11ER OR EAR7M) 2' 3/.t'.I'-0' E 6 W WI( d�5 OF 1NE ]. COLU�1�5 Alp BEA�S(TIE BMS) 1-1/I 11.I�OH-STRUC7UrtAl FLE�ENTS Cd�STRUCTIOlt SUCX OBSERyAT101�5 91ALL 1�0T REPLALE REQI�RED s. 5�A95 AW�/1LL5(/�OT ExPOSFA TO�A711ER) 3/4' Frisco IySPELT10y5 BY TfE COyERN�N�W1T�ORi7IE5 tlt SERyE AS'SPECiAL A. ELE�TS SuLN AS l�d�-BEARIyG vMTIT10N5,ETL.ATTACHm Tp/Jp/q1 iySPECTI0q5'AS Wr BE REq1iRED Br U'APTER 17 OF iXE iNiERyAT�dy1L D. REIN��CE�kI�T VLACEI�EHT Alp TOLERAyCES SHALL BE �N�oxo�NCe�yin� SUPPORTm Br T�fE STRUCME SNA�L TNtE INTD�11T GEiLECT�0y5 Alp I Fn�oq�CoioreaoNius3 ����N�CaDE. SELTIONS 7.l. 7.6 Alp 7.7 Of ACI 31l.LATEST mI710y. OTHER SIRUCTUtAI WyEW�TS. �nuitiexane FLA�JIIl16 AIO Fw%(ni))fit�x-3�xv B. ME fOLLO�Il�C SIIALL BE II�SPELTm!Y 711E�ECIAL �N�ECTqt lI1�L[SS E. 1�0 SPLICES Oi RE�N���NT�k�BE WDE E%CEPT AS DETAILED OR B. FIRE PROTECT101)FOR ALL STRULTl11tAL PMT$SIIALL BE PROyIDED/Jp$IIALL�ET WAT�RRt00!'IN6 EMew.tr�s.�?monme r�ewel�om SPECIFICALLY ryED BT TXE Bu�LDl/p OFiICIAL. AUTIqR�ZED Bv 7HE STRULTURAL ENGiNEER.LAP SPLiCES.�►IERE PER�1iTTm,9UL1. AlL C�DE REqJIRE�kNTS Fp!iHE ME Oi 57RVCT101)SPECIFiEC B�'711E RC�ARLM. BE A(JIN�NIM OF 4L BAR DIA�TERS iqt R 1. SDIL PREPARATIOy GMER�/ISE.�NItE ALL BARS COI�TI ��5 Alp SWLLER UyLE55 yDTED ARCXITEC7UfAL DRA�IyG4.SIAUCII/tAL STEEL ERS 94LL1 BE Cd�51DERED e, EART11�OqK ExCAyAT10y,PLACE�I�T Alp CO�OACTIOy Oi Fiu N�g taaM CaMNERS. UNtE57RAl1�ED UylE55 IpTED OTMR'�ISE, [�X•_� T�C���.+w Alp I1(�PLACE OTh'DE/�SITY Of 7NE CO�ACTm fILL Fqt F, PLACE 7N0�/5(PER 0'TX�CRNE55)�IM 2'-0�PROJECTI01)AqpJlp ALL OPEN�I�GS M �3.GEI�ERAL (� OTlR9 CON�ORWNCE�iTx 7NE APP0.0ym REPOtT. E�C�YN.LS.SWS,IJ�O BEA�IS.AL50 PROyIDE T�p/6%�'-0'DIACOHALLY AT A. EI�GII�ER'S ACCEPTAI�CE W5T BE SEd1Rm fOR ALL STRtK7URAL SIlBSTiNTi0/�5. 3. CONCRETE CONSTRIILT 101� fk r-o-x r-o•coNCrseTe . PER IOD IC IySPEtT IOq 0�RE iNF��N�STEEL. G. COyT INIIWS Tf7P/Jp 9pTTM�I BMS IN��LS/Jp BEAIIS SNALL BE�l ICED AS B, yER IfT ALL OPEN�N�S T1R011Caf iL00R5,ROOf Alp rpLLS'hllN I,�CIW�ICAL Alp p�wT�H�"�� e. PERIODIC yERIFILAT101�Oi USE Of REOUIRED DESICN 41X, i0LL0'�S[ TOP BARS AT�iD5PA1�,BOT BARS OyER SiPORTS. ELEC7RICAL COI�TRACTptS.yERIi1CAT101�Oi�4OCATi01�5,SiZES.LMTELS A�p vERTK"�'� e. CO/�TIy1qU5 �N�ECT101)AT TXE TII�FRESM CO/�CRETE IS SAWLEU REpIIRm COIMECT10/�5 ARE COHTRACTOR'S C�METE RESPd�51BILltt. ^ M fABRIGTE SPECI�/�5 Fqt 57REl�GTN TESTS,PERfOM/SLU1h Alp !. SiRUCIUtAL STEEL {���j �� g J��� ..> � • AIR COHTEl�T TE5T5 A1p DETER�IINE TIIE TE�kERAIURE Of T11E LOyCRETE, �, Pqldt TO II�STALLATIOy Of�ClW�ICAL A/p ELECTRIGL EOUtP�NT qt O�MER ���-�°•, A \/ ,�T�es�r r-0•raTM a. MyT1yU0U5 �N�ECTIpI)pi Cp1�CRETE PLACE�NT����ER AGPLICAT10/� A. ALL STRUC7URAL STEEL 411ALL Cd��OR1/W ASI�I A36 ExCEPT�IDE FLA!�GE BE/JIS ITE�S TO BE ATTACHW TO T11E S7RUC7URE,E/�GINEEIt'S APPtlOyAL OF COl���TIOHS � • �_AT Tp• TEOMIWES. �/Ildl$XALL COI�Fpq�)Tp ASTII 991, (60 K5,1)A/p ExC[,Pi P1PE COUM�51Fl1p1 A/p SWPdlT$SXALL BE CBTAINm.�`+S�ECIiIULLT DETAILEO 0/� ,���,I�I��/�/�� �{`�=., � •. PERiODiC Iy5PEL7101�i0R WII�TENAI�CE Of SPECIiIED dRD�G TEWERATWE SNALL CO/�FOR�)TO AS1�1 ASS A/p IIIBE COLtk�S TO AST�A50p,qtbE B,LATEST ARU�iTEC�URAL/J�D STRUCTU1tAL DRA�I 5.RESPECTryE SuBC0/�TRACTOR V V v � ?� �ro` �' •��' � Mp C111�iWE5. �FD IT101�5.STEEL SIPPLIER WY PROyIDE ASTM ASl3,GRAOE SO AT NIS OPT101�. 91ALL i11R/�ISH ALL NAI�GERS,C01*ECT10/�5.ETC.,REp11Rm fOR �NSTALLATIOl)OF +*�p p o„ds����;� y i5CEl4WE0U5 E1,6FDDED ITQE SxA�L BE A36 STEEL. H i5 iTE�S, ''�/1 y'P L I��Cj� 3. STEEL CO/�STRUCT i01� . RE,A.RLN. a, ALL�ELDIlry S41LL RECEIyE COyTIyUWS SPECiAL II�SPECTIOy B. ALL SlRUC7UNAL BOLTS SnALL BE A32by iNSTALLm TO/�4�N�W)�A�T�CMT D. PROyIDE ALL E�6EODED ITEI�S M SiRIX7URE AS IpTm py ARCMITELTUGL, E%CEPT T11E FOLLO�'ll�(2 COIp1T101�.ALL AI�fJtlR BOLTS SHALL COI�FOR�1 TO ASTy AJp7 UyLE55 IpTm ��ryA1�IUL.ELECIRICAL AIp 57RULTURAL dtk�'11�G5.I�I15�ELUJ�EOUS E�EODED � 2 1. LDD�C DOyE iN ul�+ovm r�aniurae•s s+oa �N 07HER�ISE. �TEyS AIp/J�C11pR gOLTS SHALL BE MtN�9�ED BY STEEL S1VPLiER/Jp IySTALIm �ORDAyCE'NITH$ECT10l�1761.3. 9Y C�f'RETE COI�TRAtTdt.STEEL 511ALL NIFILL A471�AJ6. �:.sq �j 0. TME�ECiAL �N3PELTOR NEED 1�OT BE CONTIN�75LY PRE$�1�T C. StRUCMtAL STEEL SMALL BE DETAiLm kp fABRIGTED �N�CC�NDN�CE�ITN 711F `�.�!'��„ (�.� DUNI/�G'�ELOIyG Oi 111E i0LL0�1/�G ITE�S�PROyIDm iME WTERIALS. LATESi PROy151p�5 Of AISL'WI�IAL OF STEEL COHSTRULT101�.' E. PROyIDE ASPxALTIC WSTIC-COATI/ry C!�ALL STEEL A/p�U00 E%POSED TO EARTx ��� � R!�_�_� a •�/•�� ' 'MELDIyG PROLEd1RE5 AI�D QIALIFICATIOyS Of�LOEAS ME -...-- .._...____._ •f Y /� yERIi1ED PRIOR TO iME STMT OF�IiIG P[RIODIC II�ECTIp/�5 ME D, E%CEPT�11ERE DETAILED OTXER'MIS[,FABRIGTOR SXALL SELECT STEEL COINECil0y5 P, SIR�IIT SIIOP Alp ERECT101�DRA�I1�G5 TO EI�GINEER COR REyIE�pf ALL PREfABRICAi '�1`,� � W�F,���pp� �N�EU Alp A ylak IN�ECT101�OF ALL�ELDS PER AISC�1/�UAL Oi STEEL C�STqU�T10/�'(ASD),TABLE 11-A Alp/OR AISC TI�ER STRIR:TUItE�EI�Q25. TME W1M!PACTURII�G dt iABRIUT101)OF/J�Y ITENS PRI � • l, N IS WDE 6RIpt TO CO�OLETIOl)dt PRIOR TO SMIVI�NT Of SIIOP 'S1�hLE SHEAR COlMELTI01��AI�UAL'�17N A3Z5 N�TS(OR�EL�qm EOUIyALENT) TO�tITTEN REylf�OF S/qP dfA�/II�GS�ILL BE ENTIRELT AT 1NE RISK OF 7NE W1�TR���" � rf Q '�lD1/�G. TO SUPPORT 6p1L iXE TOTAL Il/�IiOR�I LOAD CAPAtItt PER AIY'WM1AL OF STEEL �1 • 1. SIyGLE PA55 iILLET�ELDS/qT EXCEmi1�G 6/16' �N SIZE. Cd�STRUCTiOy'FOR CACH GIyEy BEAI/Alp�Ay. C. 1WTERPROOii'yG,yAPqt BARRIERS,�11TER STOP,ETC.,9ULL BE AS 51q�01�lME ��i� Y�� � �� � Q 2. �ElD�lry OF STAIRS Alp RAll1/�G SYSTEIIS. ARCHITECTURAL dtA�11�G3 Alp AS IIpICATED IN iME SPECIf1UT101�4. y ^ e. yERIiY�ELD FILLER�1ATERIALS C01�FpR�I TO A�5 SPECIFIGTIONS 5u9�llT DESId�GLMAT�01�5.BEMIyG 7ME STA�Alp SiCHA7lIRE OF ME '�}�d..7�, V �y y � IJp WMl ACTURER'S LERTIFIGTE Oi LI/J�CE 15 REQ11Rm. PppiE551d�AL CyGiNEER LICENSm �N T„E STATE Of WIORADO,/Jp X. ALL WSO/�tv A/p STOyE yE1�EER5 9iALL BE ATTACHm TO�NTERiaW AIP E%TERIqt ^ � F �n- + � 0. PERIODIC �N3�ECT101�Oi T11E STEEL�TO yERlh'�('�OLIAI�LE E1aL0YED BY TME STEEL fABRIGTql,FOR ALL Cp�ECT10N51�OT�p1,pLETELY �LLS AS SPEC�FIm IN�C7101)1�06 OF iNE INT�I�T�aNL BU�ILDII�G CODE. �� � � ��-���� ^ J �ITH THE DETAiLS 5�q��Oy 711E APPROyED COI�STRUCTiOy DETAiLED Oy TNE STRtK7URAL DRA�il�GS Alp ipt Nry PROPOSm ALTpilylTE j b'Std!verEER DOCIA�NTS AJCN AS BRXCI�.,STIFFEN�N�.I���EW LOCAT10/�5 IJp CO/�ECTi01�DETAiLS. 1, ALL DiI�y51d�5 01)STRUCtuRAL DRA�II�GS SHALL BE LMECKED AGA�NST i1ELD Mp µ1-n x, � r ���=T�kLY Q O PROPER APPLIGTIOl�OF.pINT DETAILS AT[AG1�C01�E�CT10/�. � �MITEC7URAL DRA�II�GS. f� ��;I' � BROV�ED � •. VERIFY STqUCT�RAL STEEL WTERIAL W1�FORyS TO ASTM STA/pARDS E. ALL�LDERS SHALL IIAyE Ey1DE/�CE OF PASSII�C 7NE A�JtICAI�'�LDII�G SOLIEtt b. SPECiiiED iN n+E APPROVED Cd�STRUCTi0/�UOCU�NTS A1p STNpARp WALIfIGT10N5 TESTS AS qJTLINED �N A�5-D1.1. J. PRE-WM1iACTUItm STAIRS.NAIptAIL3,A/p d1ARDRAI�S I�OTED 0/�PLAy 9ULL MAyE � W�1FklI1RER'S CERTIfIED 41LL TEST REPORTS. ALL E/�GINEERII�G,DESIfy�/Jp DETAILI I�G PROyIDFD BY STAIR DESI d�ER M p 91AL�BE ° � Q f. P E R I O D I C y E R I f I C A T 1 0 1�O i N I C X S T R E I�G T 1 1 B O L T S.I A I T S I J p v/1 4 1 E R 5 P. 4 i N�W 4 1 I E�D 5 T O B E P E R AI S L T A BL E J2.�B u T I pT LE35 T w W 3/16'C O/�Ti q l I W S S U B NITTED LW ARCX�TECTS REV�E�BEARII�G 1HE SEAL Of PROFESSIdWL EI�GINEER (XXX'-XX' " FOR COyfORWyCE TO ASI�)STM�ARpS SPECIiIED IN 1NE APPROyED fILLET Ul�LE55 IpTm 0711ER�'ISE, RECISTERED iN TME STATE Oi COLp2AD0� SEE ARCXITECIURAL DRA'NII�CS Fdt AW ITIdy1L �����'�'G�r'�'�'Y O �S�RULTIOy DOCIA�ENTS A1p WI�UFAC7URER'S CER7IFICATE OF REpIIRE�NTS AIF LRiTER�A. • � � LIAl�LE. G. ipt ALL BEA�I/COLIM�OR BFiW/BEA�)CO/MECT101�5,PROyIDE 110RIZONTAL S1qRT t ' - � •, i01lNDAT101�5 SLOTS �N Cd«ECTIOy�IEWER d�Lr(�f-SE�TIOyS,AIryLES OR 9�EAR PLATES). � A. W1f1�IA/SOIL DESlf1�PRESSURE Ib00 PSi X. PROyIDE TE�pRMT BRACl/�C Alp PItECAUTIp�S NECESSMI'TU CO�LY�iTM ALL � STEEL ERECT10/)STAIpARDS/Jp TD�I7HST/JQ ALL C01�STRUCT101�/Jp/QR B. Cd�TRMTpt TO fOLlO'�/ALL RELOIA�IpAT10/�S M m��5 REVONT yD. 10l106A LATERA�LOADS UyTIL ALL fIELD C01*ECTIOyS ARE CO�hLETFp/Jp PERWWENT 0 � � BY w GEOTECJ�. I/�C.DATED WY!0,300l, LATERAL S�'STE�k Alp DEdcS ARE �H VLACE n ' ' ';' � � I. STEEL�ABR IGT01!91ALL yDT RECE IVE ADD IT 10l�AL CO�ENSAT IOy fdt$H� �� ' " C. ALL f'ODTII�G BEARIIry ELEVATId�S Stl�ME ASSIAED. E%ICT BEARI1�G pRA�`iNG T11�fqt A/�Y REVISI01�5 TO ERECT101�DRA'�/INGS I�OR fqt Alry REy15�d�5 ELEVATIONS SNALL BE VERlflm IN TME FIELD'MIM ALTUAL IT101�5 BT TO PIECE ptA�11w5 PRIOR TO EI�CINEER'S APPROyAL OF ERECT10/�DRA�I1�G5. �/� - COI�TRMCTOR�y ITH APPROyAL Of'$pILS E1�G�NEER AIp ALL BOTT�OF i0pT11�G5 '���µ y J 4iALL BE A YIN�MM OP sp'lFLO�'E%TERiOR GRApE. 9. 1�01�-9RII�K CRd17 ` � � D. ALL FOOTII�GS ARE TO BE PLACED 01�FIR�I,UIpISTUXBED,NATUAL SOIL OR PROPER�T A. I�d�-51R�/�K GRpJT SIULL BE GROyIDER SE CT I ON 2 W � � LOI�OACTED BACKFiLL,APPROVED BY lNE SOILS ENT�NEER. BAGCiiLL SMALL BE COWACTED 1• 9FP(�EEN COUINI BASES A/p CONCRETE OR WSOytr��1lPP0RT5. � 10 961[(�iN��)��Flm PROCTqt DENSItt PER AST�)D1S6]U/�LE55 OIHER�1gE 3. BE7�EE�BEA4 BEMII�G PLATES A/�WI�RETE OR�1ASOIliY �O'STRIK.IURAL RECO��!pED IN TNE SOILS REPORT, li$OFT SPOTS ME E�LdA�TERm REWyE SOIL SU�ORTS. SLAD }µ••I'-0' Mp RECWOACT�ITM APPROyED iILL IREt501L0 REPORT FOR DESCRIPT101)Of BEARII�G SOIL. 3. CRQ1T SXALL BE COWLETE Alp HAVE A 41N�WI COIMtESSiyE STREIryM h AT I'-0'!/1GM � E. COyTRALTOR SIIALL BAU(iILL EOUALLY Oi 6000 P41 PRlqt TO ADD11�6 BUILDII�G LOADS ABOyE. RE�PLAN WAY TOP ON EAC11 SIDE Oi fdApAT10y*1LL5 �N 13 I/�pl W%II�I1�I VERTICAL LIFTS df AS RECO�If1m IN TNE SOILS REPORT,REFER 10.�OOD TOP pr �'8 AT I'-4•X�'-0' 70 SOILS REPORT iW BAqIFILL WiERIAL, g�Tb7��L F, I�U BAG(FILLIyG 5ryALL BE PLACW AGAlyST L R LEyEL A. ALL FRA�IIyC A/p 7RU55 UI�ER$XALL BE DRY DOUGLAS PIR�LARCJI,CRADED BY �N�� � O�E 'N1LL5 UI�TIL 1ME LO�ER STER1)�CO PROIXICTS ASSOCIAT101�Alp Cp1�Ftl1�11/�G TO INTERNATIOI�AL �B y �3 AT I'-0'lRAN9VGR5E LEyEL iL00R Alp W�N LEyEL F�ppR ME �N P��CE Alp1 PROPERL�AyCJ�ORm. �ILDIyG LODE AS FOLLO� 5J D� 1T/�YJ/OB COyLRETE SLABS 51MLL BE PROPERLT CLRm, G, CENTER ALL i00T1 5 IRpER Z�TM�� -4'TO 6��y IDE(�1LL Sl1A OI��r) STUD i0� 70U PSI �u NG �1LL5,COLU�1�5 qt CRID LMES r ro 4-n�ie� -s•uq�y�oew � � �+M�sY AVN W�ess�pTm on1ea�ise d�r�µs. s'm ia 5�Alp'�'IDER �a.s ve. 900 P51 .� n Q' No. � re- �sw vsi ClNClstl F15 H. Wy7RACTOR TO PROVIDE.AT hi5 ExPEySE,i�ELD DEI�SiTV TESTS CI�COWACTED �Tmi4�qWBLE 57RESSES ARE�iN�MALS Alp idt l�d�-REPETITiyE USES PRIqt • ���.�:� �T����n By fILL UMER f00T11�C5 AW INTERIOR 5LA95-01�-GRADE. B. '�EN�ESERyATIyE 7REAT(D LIl�ER IS REOUIRW BT CODE ALL CON�ECTIM�S AIp �9 AT EALH D•STO'!AND ORqf� I�A�I�NC SHALL BE ADEOUATELY W�V�NIZm(DdSLE GIVPED OR BETTER). h AT�p•�H �`� �ARGH.�OR �I��• �16 I, I�OTIiY$OILS EyC�NEER�11Ey E%GVATIOy IS C01bLETm 50 TXAT COIpITld�S�1Ar y,N.��n� gTAIR LArdlf BE II�SPECTm PRIOR M PLACE�T OF AyY i�LL OR Cp�CRETE. C. TREATED SiLL PLATE LIA�ER�1Ar BE HEN-FIR�STRUCtUNAL�1 CrtbE. wiTM n A p���� .�'D DiMEN^.id+S �r�r J. FOIt SOIL ORAIl�If.[R[plIRE1�i�T5 R[FQ Tp 5pIL5 REPoRT A/�1 CIVIL DRA�11K.5. U. PROyIDE�ETAL CRO55 BRiDGilry IpT OyER p'pl�CEI�TER i0R ALL 2x�OOD.q15T5. _ , WAY�OTTOM 6. SLAB Oy GME �REW i m��BE7�EEy A�L A15T5 AT ALL 9.vPqtTS Mp E1p5 Ov CAyTiLEyERS .:� G��1Y POfIdI[.9�t A. lME SLAB 01�GRADE XLECTm BY 1HE O�ER AT 711E CROUIp iL00R LEVEL Oi 71115 E, iASTEN ALL�pOD�UERS�iT11 CON10y Iy11�5 ALCORDII�G TO TME IBC SCHEWLE - BUILDI/�Cr HA5�R15K pF 4pyE�NT,REFREI�LE 7XE PROJECT SOIlS REPORT idt TABLE 33W-9.1 WLESS IqTm OiMER�'ISE. . � SPECiFIC REOU�RE NTS. � B. THE PREPMATIOy Oi T11E SuB tl7ADE fOR 7ME SLAB i. LAI��N�7ED BEA�S '�:. STwuGtuR�.L3V.6 ^ d�GRADE SHALL BE �N 57RICT 1. ALL LAN�1�ATED��ERS SXALI BE iABRIGTm pf pqR7Ui5 iIR LARCM AT 1I '' • �w�TN ACCORDAyCE wlTll T11E PROJECT 5p113 RFPqtT REFEREI�CED ABOyE.T11E PERCENT y0i5TRE COyTCqT ip�xonouxc(�irn�CLiB.ALL SIZES 5110� WI��TRACTtlt S11ALL DIRECT p{�ESTIONS REGMDI/�G T11E SUB GRADE PREPARATIpI) ME NET. ^ .'�� g REOUINE�kNTS TO THE GEOTEp«ICAL EyGiNEER. 2. LA�IiyATm�1,6ER SHALL BE DETAiLm A1p fABR�CATED M ACC�NDNICE D � I�' Q �IIN TME STAIpARD SPELIiICAT101�5 fOR 111E DE51d�ANp FABRICATI OF '�^ a C. IIbyE�T Oi TME SLAB Oy CRADE WY LAUSE DAWCE TO AM'7111yG C01*ECTm 47NUMIlRAL GLUE Wli1y1TED Ti�ER,LATFST mIT101�AS P�g�1511m BY AITC. � �J � � � � � TO BOM 711E SLAB Alp OTxER VONTICI�S pF ME SIPERSTRUCIIIRE. I$p�Ailp� 3. PRO'V�DE W iT5 COl�iptyi/�TO AITL 117.2aryp.D.i. i'OR CO/�TI1�JqJS „ � .`; � DETAllS fOR PMTITIOy�11LL5,BASEBO�WDS.PIPII�G Alp OIHER ITWS W�BE I�EI�ERS NA UNT�LEyERS ANO 24Fy�,D.i. Fqt S1�hLE SliPqtT�E�6ER5. E80 W REqIIRED.REFER TO THE APPROPRIATE DRA�IIK.S OR LOI�SUL7�IIM ME IE1�ER5 9ULL BE DESId�ED�y ITN Z(Rp�A�ER�IT11 TOP SURFACE t� � RE�C/�SiBIC 1�6ER OF 7NE DESid�iEA�I PRIqt TO LONIECTiyG itE�S 70 lO7H CLEAItLr STAWm Oy EAdi�E46ER. OCT 1 1 (�11 7NE SLAB Oq CRADE AW OiNER PORTIOyS Oi THE SuPERSTRUCTURE. ^ !! � 5300 � �� T�WN OF VAIL SECTION 3 �r.. �-.,��